Planilla de Metrados Canal

8/17/2019 Planilla de Metrados Canal

1/96

PLANILLA DE METRADOS

PROYECTO:

UBICACIÓN DEL PROYECTO: REGION:

PROVINCIA:

DISTRITO:

CASERIO:SECTOR:

CLIENTE: MUNICIPALIDAD PROVINCIAL SANCHEZ CARRION

Partida Descripció UND! N"Veces

#$ SISTEMA DE IRRIGACION

#$!#$ OBRAS PROVISIONALES

01.01.01 CASETA ADICIONAL P/GUARDIANIA m2 1

01.01.02 CARTEL DE IDENTIFICACION DE OBRA DE 3.60M X 2.40M. !" 1

#$!#% TRABA&OS PRELIMINARES

01.02.01 MOVILIZACION DE E#UIPOS $ HERRAMIENTAS %&' 2

01.02.02 FLETE TERRESTRE %&' (2

01.02.03 ACARREO DE MATERIALES A PIE DE OBRA )*+ 1

01.02.04 ELIMINACION DE MALEZA m2

P,-' ,'' N 01 1

P,-' ,'' N 02 1

P,-' ,'' N 03 1

P,-' ,'' N 04 1

01.02.0 DEMOLICION ESTRUCTURA DE CONCRETO BOCATOMA m3

M "' !'5 78'",- 1

01.02.06 DEMOLICION DE CANAL REVESTIDO CON CONCRETO SIMPLE m3

C,!,* 9m 0:40.00 9m 0:120.00 1

C,!,* 9m 0:260.00 9m 0:300.00 1

C,!,* 9m 1:0(0.00 9m 1:100.00 1

01.02.0; TRAZO $ REPLANTEO EN CANALES INICIO DE OBRA


2/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:



'ME&ORAMIENTO Y AMPLIACION DEL CANAL CONDORCACA ( SECTOR S)IRACORCO D

LA LI

C,!,* 9m 1:20.00 9m 1:;20.00 1

C,!,* 9m 1:;20.00 9m 1:;=3.00 1 C,!,* 9m 0:000.00 9m 0:160.= R,m,* 01 1

C,!,* 9m 0:000.00 9m 0:143.(0 R,m,* 02 1

C,!,* 9m 0:000.00 9m 0:111.; R,m,* 03 1

#$!#- BOCATOMA

#$!#-!#$ BARRA&E

01.03.01.01 TRAZO> NIVELES $ REPLANTEO m2

B,,&' 1

L-, ,!5'- "'* B,,&' 1

01.03.01.02 CORTE $ NIVELACION DE PLATAFORMA EN ROCA SUELTA A MANO m3

B,,&' 1

L-, ,!5'- "'* B,,&' 1

R'm8! "' , ),!"' 2

01.03.01.03 EXCAVACION NO CLASIFICADA BA?O AGUA 20@T> 40@RS> 40@RF m3

B,,&' 1

L-, ,!5'- "'* B,,&' 1

01.03.01.04 ELIMINACION DE MATERIAL EXCEDENTE DMX 100M MANUAL m3

1

01.03.01.0 ENRROCADO CON P.G. H0 m m3

L-, ,!5'- "'* +,,&' 1

01.03.01.06 ENCOFRADO $ DESENCOFRADO NORMAL PARA ESTRUCTURAS D m2

B,,&' 2 L-, ,!5'- "'* B,,&' 2


3/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

B,,&' 1

L-, ,!5'- "'* B,,&' 1 D'!5'**! L-, ,!5'- "'* B,,&' 1

01.03.01.0( ?UNTAS ASFALTICAS m*

B,,&' 2

L-, ,!5'- "'* B,,&' 1

01.03.01.0= COMPUERTA DE LIMPIA DE FIERRO CON VOLANTE DE 0.0 X 1.0 m !"

1

#$!#-!#% MURO DE ENCAU,AMIENTO Y RE&ILLA

01.03.02.01 TRAZO> NIVELES $ REPLANTEO m*

M m,)'! "'', 1

M m,)'! 88'", 1

01.03.02.02 EXCAVACION DE ZAN?A EN ROCA m3

M m,)'! "'', 1

M m,)'! 88'", 1


1


M m,)'! "'', 2

M m,)'! 88'", 2

01.03.02.0 CONCRETO FC210 9G/CM2 m3

M m,)'! "'', 1 C8m!'5,8! m m,)'! "'', 1

M m,)'! 88'", 1


4/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

01.03.02.06 CONSTRUCC.DOBLADO $ COLOC. FIERRO F$4200 9G/CM2


5/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

P-, "8-87,", 1

D'!5'**! 7-, "8-87,", 1

01.03.03.0; CONSTRUCC.DOBLADO $ COLOC. FIERRO F$4200 9G/CM2 NIVELES $ REPLANTEO m2

Em+8**," 8!)'- "' +,5m, 1

Em+8**," -,*8", "' +,5m, 1

01.03.04.02 EXCAVACION NO CLASIFICADA BA?O AGUA 20@T> 40@RS> 40@RF m3

Em+8**," 8!)'- "' 8 1

Em+8**," -,*8", "' 7-, "8-87,", 1


1


Em+8**," 8!)'- "' 8 2

Em+8**," -,*8", "' 7-, "8-87,", 2

01.03.04.0 EMBO#UILLADO DE PIEDRA MEZCLA 1 ;0 @ PG. m3

Em+8**," 8!)'- "' 8 1 Em+8**," -,*8", "' 7-, "8-87,", 1


6/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

Em+8**," 8!)'- "' 8 1

Em+8**," -,*8", "' 7-, "8-87,", 1

#$!#-!#/ CANAL DE SECCION RECTANGULAR ABIERTO TIPO I


C,!,* '!5' *, +,5m, 5,!-88J! N 01 1

01.03.0.02 CORTE DE TALUD EN ROCA PERF. $ DISP RENDIMIENTO 20 M3/ m3

C,!,* '!5' *, +,5m, 5,!-88J! N 01 1

01.03.0.02 EXCAVACION DE ZAN?A EN ROCA m3 C,!,* '!5' *, +,5m, 5,!-88J! N 01 1


1


C,!,* '!5' *, +,5m, 5,!-88J! N 01 4

01.03.0.0 CONCRETO FC1; 9G/CM2 m3 L-, "' ,!,* '!5' *, +,5m, 5,!-88J! N 01 1

P,'"'- *,5',*'- "' ,!,* '!5' +,5m, 5,!-88J! N 01 2

01.03.0.06 TARRA?EO CON IMPERMEABILIZANTE EN CANALES m2

C,!,* m *,5',* "'' 1

C,!,* m *,5',* 88'" 1

C,!,* *-, "' K!" 1

01.03.0.0; ?UNTAS ASFALTICAS m* C,!,* '!5' *, +,5m, 5,!-88J! N 01 20


7/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI


T,!-88J! N 01 1

01.03.06.02 EXCAVACION DE ZAN?A EN TIERRA A MANO m3

T,!-88J! N 01 1


1


M *,5',* "'' 5,!-88J! N 01 2 M *,5',* I8'" 5,!-88J! N 01 2

01.03.06.0 CONCRETO FC1; 9G/CM2 m3

M *,5',* "'' 5,!-88J! N 01 1

M *,5',* I8'" 5,!-88J! N 01 1

L-, "' K!" 5,!-88J! N 01 1

D'!5'**! 5,!-88J! N 01 1

01.03.06.06 TARRA?EO CON IMPERMEABILIZANTE EN TRANSICION m2 T,!-88! m *,5',* "'' 1

T,!-88! m *,5',* 88'" 1

T,!-88! *-, "' K!" 1

01.03.06.0; ?UNTAS ASFALTICAS m*

E!5' ,!,* 5,!-88J! N 01 1

E!5' '* D'-,'!," 5,!-88J! N 01 1

#$!#-!#2 DESARENADOR01.03.0;.01 TRAZO> NIVELES $ REPLANTEO m2

D'-,'!," 1


8/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

01.03.0;.02 EXCAVACION DE ZAN?A EN TIERRA A MANO m3

D'-,'!," 1

01.03.0;.03 ELIMINACION DE MATERIAL EXCEDENTE DMX 100M MANUAL m3

D'-,'!," : 30@ "' '-7!&,m8'!5 1

01.03.0;.04 ENCOFRADO $ DESENCOFRADO NORMAL PARA ESTRUCTURAS D m2

D'-,'!," m *,5',* "'' 2

D'-,'!," m *,5',* I8'" 2

D'-,'!," m K!5,* 2

01.03.0;.0 CONCRETO FC1; 9G/CM2 m3

D'-,'!," m *,5',* "'' 1

D'-,'!," m *,5',* I8'" 1

D'-,'!," *-, "' K!" 1

D'-,'!," m K!5,* 1

D'-,'!," "'!5'**! 1

01.03.0;.06 CONSTRUCC.DOBLADO $ COLOC. FIERRO F$4200 9G/CM2


9/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

D'-,'!," m7'5, "' ,"m8-8! 1

#$!#-!#3 CANAL DE DEMASIAS

01.03.0(.01 TRAZO> NIVELES $ REPLANTEO m

C,!,* "' "'m,-8,- 1

01.03.0(.02 EXCAVACION DE ZAN?A EN TIERRA A MANO m3

C,!,* "' "'m,-8,- 1

01.03.0(.03 ELIMINACION DE MATERIAL EXCEDENTE DMX 100M MANUAL m3

1

01.03.0(.04 ENCOFRADO $ DESENCOFRADO NORMAL PARA ESTRUCTURAS D m2

M *,5',* "'' 2

M *,5',* I8'" 2

M '!5,* 2

01.03.0(.0 LOSA DE CANAL CON MAMPOSTERIA DE PIEDRA MEZCLA 1 ;0 m3

L-, "' K!" 1

01.03.0(.06 MUROS DE PROTECCION DE CANAL DE DEMASIAS CONCRETO FC m3

M *,5',* "'' 1

M *,5',* I8'" 1

M '!5,* 1

01.03.0(.0; CONSTRUCC.DOBLADO $ COLOC. FIERRO F$4200 9G/CM2


10/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

m '!5,* 2

01.03.0(.0= ?UNTAS ASFALTICAS m*

1

#$!#-!#4 LOSA DE OPERACIÓN DE COMPUERTAS

01.03.0=.01 ENCOFRADO $ DESENCOFRADO NORMAL PARA ESTRUCTURAS D m2

L-, "' 7',8J! m7'5, "' ,"m8-8! 2

L-, "' 7',8J! m7'5, "' *8m78, 2

01.03.0=.02 CONCRETO FC1; 9G/CM2 m3 L-, "' 7',8J! m7'5, "' ,"m8-8! 1

L-, "' 7',8J! m7'5, "' *8m78, 1

01.03.0=.03 CONSTRUCC.DOBLADO $ COLOC. FIERRO F$4200 9G/CM2


11/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

T,m


12/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

T,m


13/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

T,m


14/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

#$!#.!#. &UNTAS DE DILATACION01.04.04.01 ?UNTAS ASFALTICAS E1 m*

?!5,- '! ,!,* ,", 3 m 6;0

#$!#/ CANAL DE SECCION RECTANGULAR TAPADO

#$!#/!#$ TRABA&OS PRELIMINARES

01.0.01.01 TRAZO $ REPLANTEO EN CANALES


15/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI



16/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

Tm, L,5',* N 1; 1

Tm, L,5',* N 1( 1 Tm, L,5',* N 1= 1

Tm, L,5',* N 20 1

Tm, L,5',* N 21 1

Tm, L,5',* N 22 1

Tm, L,5',* N 23 1

Tm, L,5',* N 24 1

Tm, L,5',* N 2 1

Tm, L,5',* N 26 1

Tm, L,5',* N 2; 1 Tm, L,5',* N 2( 1

Tm, L,5',* N 2= 1

Tm, L,5',* N 30 1

Tm, L,5',* N 31 1

Tm, L,5',* N 32 1

Tm, L,5',* N 33 1

Tm, L,5',* N 34 1

Tm, L,5',* N 3 1

#$!#0!#% MOVIMIENTO DE TIERRAS

01.06.02.01 EXCAVACION DE CA?A DE CANAL EN TIERRA A MANO m3

Tm, L,5',* N 01 1

Tm, L,5',* N 02 1

Tm, L,5',* N 03 1

Tm, L,5',* N 04 1

Tm, L,5',* N 0 1

Tm, L,5',* N 06 1

Tm, L,5',* N 0; 1 Tm, L,5',* N 0( 1

Tm, L,5',* N 0= 1


17/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

Tm, L,5',* N 11 1

Tm, L,5',* N 12 1 Tm, L,5',* N 13 1

Tm, L,5',* N 14 1

Tm, L,5',* N 1 1

Tm, L,5',* N 16 1

Tm, L,5',* N 1; 1

Tm, L,5',* N 1( 1

Tm, L,5',* N 1= 1

Tm, L,5',* N 20 1

Tm, L,5',* N 21 1 Tm, L,5',* N 22 1

Tm, L,5',* N 23 1

Tm, L,5',* N 24 1

Tm, L,5',* N 2 1

Tm, L,5',* N 26 1

Tm, L,5',* N 2; 1

Tm, L,5',* N 2( 1

Tm, L,5',* N 2= 1

Tm, L,5',* N 30 1 Tm, L,5',* N 31 1

Tm, L,5',* N 32 1

Tm, L,5',* N 33 1

Tm, L,5',* N 34 1

Tm, L,5',* N 3 1

01.06.02.02 REFINE $ NIVELACION EN TERRENO NORMAL m*

Tm, L,5',* N 01 1

Tm, L,5',* N 02 1 Tm, L,5',* N 03 1

Tm, L,5',* N 04 1


18/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

Tm, L,5',* N 06 1

Tm, L,5',* N 0; 1 Tm, L,5',* N 0( 1

Tm, L,5',* N 0= 1

Tm, L,5',* N 10 1

Tm, L,5',* N 11 1

Tm, L,5',* N 12 1

Tm, L,5',* N 13 1

Tm, L,5',* N 14 1

Tm, L,5',* N 1 1

Tm, L,5',* N 16 1 Tm, L,5',* N 1; 1

Tm, L,5',* N 1( 1

Tm, L,5',* N 1= 1

Tm, L,5',* N 20 1

Tm, L,5',* N 21 1

Tm, L,5',* N 22 1

Tm, L,5',* N 23 1

Tm, L,5',* N 24 1

Tm, L,5',* N 2 1 Tm, L,5',* N 26 1

Tm, L,5',* N 2; 1

Tm, L,5',* N 2( 1

Tm, L,5',* N 2= 1

Tm, L,5',* N 30 1

Tm, L,5',* N 31 1

Tm, L,5',* N 32 1

Tm, L,5',* N 33 1

Tm, L,5',* N 34 1 Tm, L,5',* N 3 1


19/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

Tm, L,5',* N 01 1

Tm, L,5',* N 02 1 Tm, L,5',* N 03 1

Tm, L,5',* N 04 1

Tm, L,5',* N 0 1

Tm, L,5',* N 06 1

Tm, L,5',* N 0; 1

Tm, L,5',* N 0( 1

Tm, L,5',* N 0= 1

Tm, L,5',* N 10 1

Tm, L,5',* N 11 1 Tm, L,5',* N 12 1

Tm, L,5',* N 13 1

Tm, L,5',* N 14 1

Tm, L,5',* N 1 1

Tm, L,5',* N 16 1

Tm, L,5',* N 1; 1

Tm, L,5',* N 1( 1

Tm, L,5',* N 1= 1

Tm, L,5',* N 20 1 Tm, L,5',* N 21 1

Tm, L,5',* N 22 1

Tm, L,5',* N 23 1

Tm, L,5',* N 24 1

Tm, L,5',* N 2 1

Tm, L,5',* N 26 1

Tm, L,5',* N 2; 1

Tm, L,5',* N 2( 1

Tm, L,5',* N 2= 1 Tm, L,5',* N 30 1

Tm, L,5',* N 31 1


20/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

Tm, L,5',* N 33 1

Tm, L,5',* N 34 1 Tm, L,5',* N 3 1


Tm,- *,5',*'- 1

#$!#0!#- CONCRETO SIMPLE

01.06.03.01 ENCOFRADO $ DESENCOFRADO CANALES m2

Tm, L,5',* N 01 2

Tm, L,5',* N 02 2 Tm, L,5',* N 03 2

Tm, L,5',* N 04 2

Tm, L,5',* N 0 2

Tm, L,5',* N 06 2

Tm, L,5',* N 0; 2

Tm, L,5',* N 0( 2

Tm, L,5',* N 0= 2

Tm, L,5',* N 10 2

Tm, L,5',* N 11 2 Tm, L,5',* N 12 2

Tm, L,5',* N 13 2

Tm, L,5',* N 14 2

Tm, L,5',* N 1 2

Tm, L,5',* N 16 2

Tm, L,5',* N 1; 2

Tm, L,5',* N 1( 2

Tm, L,5',* N 1= 2

Tm, L,5',* N 20 2 Tm, L,5',* N 21 2

Tm, L,5',* N 22 2


21/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

Tm, L,5',* N 24 2

Tm, L,5',* N 2 2 Tm, L,5',* N 26 2

Tm, L,5',* N 2; 2

Tm, L,5',* N 2( 2

Tm, L,5',* N 2= 2

Tm, L,5',* N 30 2

Tm, L,5',* N 31 2

Tm, L,5',* N 32 2

Tm, L,5',* N 33 2

Tm, L,5',* N 34 2 Tm, L,5',* N 3 2

01.06.03.02 CONCRETO FC1; 9G/CM2 m3

Tm, L,5',* N 01 1

Tm, L,5',* N 02 1

Tm, L,5',* N 03 1

Tm, L,5',* N 04 1

Tm, L,5',* N 0 1

Tm, L,5',* N 06 1 Tm, L,5',* N 0; 1

Tm, L,5',* N 0( 1

Tm, L,5',* N 0= 1

Tm, L,5',* N 10 1

Tm, L,5',* N 11 1

Tm, L,5',* N 12 1

Tm, L,5',* N 13 1

Tm, L,5',* N 14 1

Tm, L,5',* N 1 1 Tm, L,5',* N 16 1

Tm, L,5',* N 1; 1


22/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

Tm, L,5',* N 1= 1

Tm, L,5',* N 20 1 Tm, L,5',* N 21 1

Tm, L,5',* N 22 1

Tm, L,5',* N 23 1

Tm, L,5',* N 24 1

Tm, L,5',* N 2 1

Tm, L,5',* N 26 1

Tm, L,5',* N 2; 1

Tm, L,5',* N 2( 1

Tm, L,5',* N 2= 1 Tm, L,5',* N 30 1

Tm, L,5',* N 31 1

Tm, L,5',* N 32 1

Tm, L,5',* N 33 1

Tm, L,5',* N 34 1

Tm, L,5',* N 3 1

01.06.03.03 TARRA?EO CON IMPERMEABILIZANTE EN CANALES m2

m *,5',* "'' 3; m *,5',* 88'" 3;

*-, "' K!" 3;

#$!#0!#. &UNTAS DE DILATACION

01.06.04.01 ?UNTAS ASFALTICAS E1 m*

Tm, L,5',* N 01 1

Tm, L,5',* N 02 1

Tm, L,5',* N 03 1

Tm, L,5',* N 04 1 Tm, L,5',* N 0 1

Tm, L,5',* N 06 1


23/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

Tm, L,5',* N 0( 1

Tm, L,5',* N 0= 1 Tm, L,5',* N 10 1

Tm, L,5',* N 11 1

Tm, L,5',* N 12 1

Tm, L,5',* N 13 1

Tm, L,5',* N 14 1

Tm, L,5',* N 1 1

Tm, L,5',* N 16 1

Tm, L,5',* N 1; 1

Tm, L,5',* N 1( 1 Tm, L,5',* N 1= 1

Tm, L,5',* N 20 1

Tm, L,5',* N 21 1

Tm, L,5',* N 22 1

Tm, L,5',* N 23 1

Tm, L,5',* N 24 1

Tm, L,5',* N 2 1

Tm, L,5',* N 26 1

Tm, L,5',* N 2; 1 Tm, L,5',* N 2( 1

Tm, L,5',* N 2= 1

Tm, L,5',* N 30 1

Tm, L,5',* N 31 1

Tm, L,5',* N 32 1

Tm, L,5',* N 33 1

Tm, L,5',* N 34 1

Tm, L,5',* N 3 1

#$!#0!#. COMPUERTAS

01 06 04 01 COMPUERTAS DE FIERRO CON VOLANTE !"


24/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

#$!#2 PASES AEREOS#$!#2!#$ TRABA&OS PRELIMINARES

01.0;.01.01 TRAZO NIVELES $ REPLANTEO m2

P,-' ,'' N 01 1

P,-' ,'' N 02 1

P,-' ,'' N 03 1

P,-' ,'' N 04 1

#$!#2!#% MOVIMIENTO DE TIERRAS

01.0;.02.01 EXCAVACION EN CAUCE DE #UEBRADA m3 P,-' ,'' N 01 2

P,-' ,'' N 02 2

P,-' ,'' N 03 2

P,-' ,'' N 04 2

P,-' ,'' N 0 2

01.0;.02.02 EXCAVACION PARA CIMENTACION DE MUROS m3

P,-' ,'' N 01 2

P,-' ,'' N 02 2 P,-' ,'' N 03 2

P,-' ,'' N 04 2

P,-' ,'' N 0 2

01.0;.02.03 RELLENO COMPACTADO CON MATERIAL PROPIO m3

P,-' ,'' N 01 2

P,-' ,'' N 02 2

P,-' ,'' N 03 2

P,-' ,'' N 04 2 P,-' ,'' N 0 2


25/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

1

#$!#2!#. CONCRETO ARMADO01.0;.04.01 ENCOFRADO $ DESENCOFRADO CARAVISTA DE CANAL TIPO PUEN m2

P,-' ,'' N 01

P,'"'- *,5',*'- 2

L-, "' K!" 1

T,7, "' ,!,* 1

P,-' ,'' N 02

P,'"'- *,5',*'- 2

L-, "' K!" 1 T,7, "' ,!,* 1

P,-' ,'' N 03

P,'"'- *,5',*'- 2

L-, "' K!" 1

T,7, "' ,!,* 1

P,-' ,'' N 04

P,'"'- *,5',*'- 2 L-, "' K!" 1

T,7, "' ,!,* 1

01.0;.04.02 CONCRETO FC 1; 9G/CM2 EN CANAL TIPO PUENTE m3

P,-' ,'' N 01

P,'"'- *,5',*'- 2

L-, "' K!" 1

T,7, "' ,!,* 1

P,-' ,'' N 02 P,'"'- *,5',*'- 2

L-, "' K!" 1


26/96


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PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

P,-' ,'' N 03

P,'"'- *,5',*'- 2 L-, "' K!" 1

T,7, "' ,!,* 1

P,-' ,'' N 04

P,'"'- *,5',*'- 2

L-, "' K!" 1

T,7, "' ,!,* 1

01.0;.04.0 ACERO DE REFUERZO F$4>200


27/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

8m'!5,8! 2

m 2 P,-' ,'' N 03

8m'!5,8! 2

m 2

P,-' ,'' N 04

8m'!5,8! 2

m 2

01.0;.04.0 ACERO DE REFUERZO F$4>200


28/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

'm+8**," ,' "' '+,", 1

P,-' ,'' N 03 'm+8**," ,' "' '+,", 1

P,-' ,'' N 04

'm+8**," ,' "' '+,", 1

#$!#2!#/ &UNTAS DE DILATACION

01.0;.0.01 ?UNTAS ASFALTICAS E1 m*

P,-' ,'' N 01

?!5, '!5' ,!,* %'!5,!, "'* m 2

?!5, '!5' m 'm+8**," 2 P,-' ,'' N 02

?!5, '!5' ,!,* %'!5,!, "'* m 2

?!5, '!5' m 'm+8**," 2

P,-' ,'' N 03

?!5, '!5' ,!,* %'!5,!, "'* m 2

?!5, '!5' m 'm+8**," 2

P,-' ,'' N 04

?!5, '!5' ,!,* %'!5,!, "'* m 2

?!5, '!5' m 'm+8**," 2

#$!#3 ALCANTARILLA

#$!#3!#$ TRABA&OS PRELIMINARES

01.0(.01.01 TRAZO $ REPLANTEO EN ALCANTARILLAS m*

A*,!5,8**, N 01 1

A*,!5,8**, N 02 1

A*,!5,8**, N 03 1

A*,!5,8**, N 04 1

A*,!5,8**, N 0 1 A*,!5,8**, N 06 1


29/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

01.0(.02.01 CORTE DE TERRENO MANUAL A NIVEL DE SUB RASANTE m3

A*,!5,8**, N 01 1 A*,!5,8**, N 02 1

A*,!5,8**, N 03 1

A*,!5,8**, N 04 1

A*,!5,8**, N 0 1

A*,!5,8**, N 06 1

01.0(.02.02 CONFORMACION $ COMPACTACION DE BASE PARA ALCANTARILLA m2

A*,!5,8**, N 01 1

A*,!5,8**, N 02 1 A*,!5,8**, N 03 1

A*,!5,8**, N 04 1

A*,!5,8**, N 0 1

A*,!5,8**, N 06 1

01.0(.02.03 ELIMINACION DE MATERIAL EXCEDENTE DMX 100M MANUAL m3

Tm,- *,5',*'- 1

#$!#3!#- CONCRETO ARMADO01.0(.03.01 ENCOFRADO $ DESENCOFRADO DE ALCANTARILLA m2

A*,!5,8**, N 01

5' "' ,*,!5,8**, 1

m- *,5',*'- 4

A*,!5,8**, N 02

5' "' ,*,!5,8**, 1

m- *,5',*'- 4

A*,!5,8**, N 03

5' "' ,*,!5,8**, 1 m- *,5',*'- 4

A*,!5,8**, N 04


30/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

m- *,5',*'- 4

A*,!5,8**, N 0 5' "' ,*,!5,8**, 1

m- *,5',*'- 4

A*,!5,8**, N 06

5' "' ,*,!5,8**, 1

m- *,5',*'- 4

01.0(.03.02 ALCANTARILLA DE CONCRETO FC210 9G/CM2 m3

A*,!5,8**, N 01

5' "' ,*,!5,8**, 1 *-, "' K!" ,*,!5,8**, 1

m- *,5',*'- 2

A*,!5,8**, N 02

5' "' ,*,!5,8**, 1

*-, "' K!" ,*,!5,8**, 1

m- *,5',*'- 2

A*,!5,8**, N 03

5' "' ,*,!5,8**, 1

*-, "' K!" ,*,!5,8**, 1 m- *,5',*'- 2

A*,!5,8**, N 04

5' "' ,*,!5,8**, 1

*-, "' K!" ,*,!5,8**, 1

m- *,5',*'- 2

A*,!5,8**, N 0

5' "' ,*,!5,8**, 1

*-, "' K!" ,*,!5,8**, 1

m- *,5',*'- 2 A*,!5,8**, N 06

5' "' ,*,!5,8**, 1


31/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

m- *,5',*'- 2

01.0(.03.03 CONSTRUCC.DOBLADO $ COLOC. FIERRO F$4200 9G/CM2


32/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

C,!, N 01

M- 4 M- 4

M- 4

L-, 1

C,!, N 02

M- 4

M- 4

M- 4

L-, 1

C,!, N 03 M- 4

M- 4

M- 4

L-, 1

C,!, N 04

M- 4

M- 4

M- 4

L-, 1

01.0=.03.02 CONCRETO FC1; 9G/CM2 EN CANOAS m3

C,!, N 01

M- 4

M- 4

M- 4

L-, 1

C,!, N 02

M- 4 M- 4

M- 4


33/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

C,!, N 03

M- 4 M- 4

M- 4

L-, 1

C,!, N 04

M- 4

M- 4

M- 4

L-, 1

01.0=.03.03 CONSTRUCC.DOBLADO $ COLOC. FIERRO F$4200 9G/CM2


34/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

Em+8**," 8!)'- 1

Em+8**," -,*8", 1 C,!, N 02

Em+8**," 8!)'- 1

Em+8**," -,*8", 1

C,!, N 03

Em+8**," 8!)'- 1

Em+8**," -,*8", 1

C,!, N 04

Em+8**," 8!)'- 1

Em+8**," -,*8", 1

#$!$# MICRO RESERVORIO DE $-/ M-

#$!$#!#$ TRABA&OS PRELIMINARES

01.10.01.01 MOVILIZACION $ DESMOVILIZACION DE MA#UINARIA '-5

M8 '-'%8 2

01.10.01.02 TRAZO> NIVELES $ REPLANTEO m

M8 '-'%8 1

O+,- "' ,5' 1 C' "' m,**, *8m78, 1

#$!$#!#% MOVIMIENTO DE TIERRAS

01.10.02.01 EXCAVACION MASIVA A MA#UINA EN TERRENO NORMAL C/RETRO m3

M8 '-'%8 1

01.10.02.02 CORTE $ PERFILADO DE TERRENO MANUAL A NIVEL DE SUB RASA m3

M8 '-'%8 1

O+,- "' ,5' 1 D," "' 8m'!5,8! 0


35/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

T',7*'! 01 1

T',7*'! 02 1 T',7*'! 03 1

T',7*'! 04 1


1

#$!$#!#- CONCRETO SIMPLE


D," 1 1 8!5'8 2 D," 1 1 '5'8 2

AK," 7,-,** m- 4

C,m,, "' '&,- m- 4

C,m,, "' '!5,", 2

C,m,, "' -,*8", 2

C,!,* 4

P*,,- 2

01.10.03.02 DADO DE CONCRETO FC1; 9G/CM2 m3 D," 1 1 8!5'8 1

D," 1 1 '5'8 1

01.10.03.03 AFORADOR PARSHAL DE CONCRETO FC1; 9G/CM2 m3

M *,5',* "'' 1

M *,5',* 88'" 1

L-, "' K!" 1

01.10.03.04 CAMARA DE RE?AS DE CONCRETO FC1; 9G/CM2 m3 M *,5',* "'' 1

M *,5',* 88'" 1


36/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

01.10.03.0 CAMARA DE ENTRADA DE CONCRETO FC1; 9G/CM2 m3 M- 2

M- 2

L-, "' K!" 1

01.10.03.06 CANAL ABIERTO DE CONCRETO FC1; 9G/CM2 m3

M- 1

M- 1

L-, "' K!" 1

01.10.03.0; PISO DE PIEDRA '4 MEZCLA 1 ;0 @ PG. m2

1

1

1

1

#$!$#!#. CONCRETO ARMADO

01.10.04.01 ENCOFRADO $ DESENCOFRADO CAMARA DE SALIDA m2

M *,5',* "'' 1 M *,5',* 88'" 1

01.10.04.02 CAMARA DE SALIDA DE CONCRETO FC1; 9G/CM2 m3

M *,5',* "'' 1

M *,5',* 88'" 1

L-, "' K!" 1



37/96


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PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

01.10.0.01 ?UNTAS ASFALTICAS E1 m*

?!5, '!5' ,!,* ,K," 7,-,* 1 ?!5, '!5' ,K," 7,-,* ,!,* 1

?!5, '!5' ,!,* ,m,, "' '&,- 1

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?!5,- '! ,!,* 2(

?!5,- '! 78- "' 78'", ","

#$!$#!#0 GEOMEMBRANA

01.10.06.01 SUMINISTRO E INSTALACION DE GEOMEMBRANA m2 F!" '-'%8 : 5,-*,7' 1

P,'"'- *,5',*'- : 5,-*,7'- 4

#$!$#!#2 CERCO DE MALLA OLIMPICA

01.10.0;.01 EXCAVACION DE CIMENTACION m2

D," "' 8m'!5,8! 2

01.10.0;.02 ENCOFRADO $ DESENCOFRADO DADO DE CIMENTACION m2

D," "' 8m'!5,8! 2

01.10.0;.03 DADOS DE ANCLA?E CONCRETO F1; 9)/m2 !"

D," "' 8m'!5,8! 2

01.10.0;.04 MALLA METALICA CARP.METALICA H2.00m m*

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C' "' m,**, *8m78, 1

C' "' m,**, *8m78, 1

C' "' m,**, *8m78, 1

#$ $# #3 CARPINTERIA METALICA


38/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

C,!,* 2

01.10.0(.01 COMPUERTAS EN CAMARA DE SALIDA !"

C,m,, "' -,*8", 1

#$!$$ MURO DE PROTECCION

#$!$$!#$ TRABA&OS PRELIMINARES

01.11.01.01 TRAZO> NIVELES $ REPLANTEO m

M "' !5'!8! M1 1

M "' !5'!8! M2 1

M "' !5'!8! M3 1 M "' !5'!8! M4 1

M "' !5'!8! M 1

M "' !5'!8! M6 1

M "' !5'!8! M; 1

M "' !5'!8! M( 1

M "' !5'!8! M= 1

M "' !5'!8! M10 1

#$!$$!#% MOVIMIENTO DE TIERRAS01.11.02.01 EXCAVACION DE ZAN?AS EN TERRENO NORMAL A MANO m3

M "' !5'!8! M1 1

M "' !5'!8! M2 1

M "' !5'!8! M3 1

M "' !5'!8! M4 1

M "' !5'!8! M 1

M "' !5'!8! M6 1

M "' !5'!8! M; 1

M "' !5'!8! M( 1 M "' !5'!8! M= 1

M "' !5'!8! M 10 1


39/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

01.11.02.02 RELLENO COMPACTADO CON MATERIAL PROPIO CAPAS 20 m m3

M "' !5'!8! M1 1 M "' !5'!8! M2 1

M "' !5'!8! M3 1

M "' !5'!8! M4 1

M "' !5'!8! M 1

M "' !5'!8! M6 1

M "' !5'!8! M; 1

M "' !5'!8! M( 1

M "' !5'!8! M= 1

M "' !5'!8! M10 1


M- 1

#$!$$!#- CONCRETO ARMADO

01.11.03.01 ENCOFRADO $ DESENCOFRADO MURO DE PROTECCION m2

M "' !5'!8! M1 8m'!5,8! 2

M "' !5'!8! M1 7,!5,**, 2

M "' !5'!8! M2 8m'!5,8! 2 M "' !5'!8! M2 7,!5,**, 2

M "' !5'!8! M3 8m'!5,8! 2

M "' !5'!8! M3 7,!5,**, 2

M "' !5'!8! M4 8m'!5,8! 2

M "' !5'!8! M4 7,!5,**, 2

M "' !5'!8! M 8m'!5,8! 2

M "' !5'!8! M 7,!5,**, 2

M "' !5'!8! M6 8m'!5,8! 2

M "' !5'!8! M6 7,!5,**, 2 M "' !5'!8! M; 8m'!5,8! 2

M "' !5'!8! M ; 7,!5,**, 2


40/96


PROYECTO:


PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

M "' !5'!8! M( 7,!5,**, 2

M "' !5'!8! M= 8m'!5,8! 2 M "' !5'!8! M= 7,!5,**, 2

M "' !5'!8! M10 8m'!5,8! 2

M "' !5'!8! M10 7,!5,**, 2

01.11.03.02 MURO DE PROTECCION DE CONCRETO FC210 9G/CM2 m3

M "' !5'!8! M1 8m'!5,8! 1

M "' !5'!8! M1 7,!5,**, 1

M "' !5'!8! M2 8m'!5,8! 1

M "' !5'!8! M2 7,!5,**, 1 M "' !5'!8! M3 8m'!5,8! 1

M "' !5'!8! M3 7,!5,**, 1

M "' !5'!8! M4 8m'!5,8! 1

M "' !5'!8! M4 7,!5,**, 1

M "' !5'!8! M 8m'!5,8! 1

M "' !5'!8! M 7,!5,**, 1

M "' !5'!8! M6 8m'!5,8! 1

M "' !5'!8! M6 7,!5,**, 1

M "' !5'!8! M; 8m'!5,8! 1 M "' !5'!8! M; 7,!5,**, 1

M "' !5'!8! M( 8m'!5,8! 1

M "' !5'!8! M( 7,!5,**, 1

M "' !5'!8! M= 8m'!5,8! 1

M "' !5'!8! M= 7,!5,**, 1

M "' !5'!8! M10 8m'!5,8! 1

M "' !5'!8! M10 7,!5,**, 1



41/96


42/96


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PROVINCIA:

DISTRITO:

CASERIO:SECTOR:




LA LI

M "' !5'!8! 1

01.12.04. LIMPIEZA GENERAL DE OBRA m2

B,5m, 1

C,!,* 1

D'-,'!," 1

P,-' ,'' N 01 1

P,-' ,'' N 02 1

P,-' ,'' N 03 1

P,-' ,'' N 04 1

M8'-'%8 1 A*,!5,8**,-

01.12.0. PINTURA LATEX EN MUROS $ ALCANTARILLAS m2

M N 01 1

M N 02 1

M N 03 1

M N 04 1

M N 0 1

M N 06 1 M N 0; 1

M N 0( 1

M N 0= 1

M N 10 1

M C,!,- 4

M A*,!5,8**,- 12

D'-,'!," 1


43/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

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VA#UERIASHIRACORCO

MedidasC6e7ic!

Metrad6Area Ac86 L69itd Pr67d!

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12.00 .00 60.00 0#!##

1.00 $!##

2.00 %!##

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0.10 (0.00 (.00

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0.20 0.20

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0.14 0.14

0.32 0.32

L CASERIO VA*UERIA+ DISTRITO DE )UAMAC)UCO+ PROVINCIA DE SANC)E, CARRION (

ERTAD'


44/96

STRUCTURAS

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ERTAD'

0.20 0.20

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2.0 4.0 0.0 .63

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2.;0 4.0 24.300.;0 4.0 6.30


45/96

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ERTAD'

1.20 4.00 4.(0

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2.00 (.3( 0.30 .030.60 (.3( 0.60 3.02

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46/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

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%%!33

0.30 10.40 6.241.60 10.40 16.64


47/96

STRUCTURAS

LA LIBERTAD

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Parcia; T6ta;


ERTAD'

4.0 2.00 0.30 2.;0

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48/96

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MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

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49/96

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SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

$!##

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50/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

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MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

-!04

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51/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

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MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

1.00

$!4/

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1 = 1 26 4 =1


52/96

STRUCTURAS

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SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

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53/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.1= 0.1=

0.22 0.220.12 0.12

0.13 0.13

0.20 0.20

0.0; 0.0;

0.16 0.16

0.14 0.14

0.12 0.12

%$#!%#

0.4 200.00 0.4 4(.60

0.4 .00 0.4 13.3;

0.4 220.00 0.4 3.46

0.4 200.00 0.4 4(.60

0.4 1=0.00 0.4 46.1;

%3$!.$

0.4 21(.30 0.4 3.00.4 120.00 0.4 2=.16

0.4 130.00 0.4 31.=

0.4 200.00 0.4 4(.60

0.4 ;3.00 0.4 1;.;4

0.4 160.= 0.4 3=.11

0.4 143.(0 0.4 34.=4

0.4 112.00 0.4 2;.22

%+#%-!#/200.00 200.00

00 00


54/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

200.00 200.00

1=0.00 1=0.0021(.30 21(.30

120.00 120.00

130.00 130.00

200.00 200.00

;3.00 ;3.00

160.= 160.=

143.(0 143.(0

112.00 112.00

$+#4%!./

0.4 200.00 10(.00

0.4 .00 2=.;0

0.4 220.00 11(.(0

0.4 200.00 10(.00

0.4 1=0.00 102.60

0.4 21(.30 11;.((

0.4 120.00 64.(0

0.4 130.00 ;0.200.4 200.00 10(.00

0.4 ;3.00 3=.42

0.4 160.= (6.=1

0.4 143.(0 ;;.6

0.4 112.00 60.4(

0$.!/#

F,5 "' '-7!&,m8'!5 2@ 4=1.60 614.0

- 03$ 3$


55/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.4 .00 ==.00

0.4 220.00 3=6.000.4 200.00 360.00

0.4 1=0.00 342.00

0.4 21(.30 3=2.=4

0.4 120.00 216.00

0.4 130.00 234.00

0.4 200.00 360.00

0.4 ;3.00 131.40

0.4 160.= 2(=.;1

0.4 143.(0 2(.(40.4 112.00 241.=2

%4#!32

0.14 200.00 2(.(0

0.14 .00 ;.=2

0.14 220.00 31.6(

0.14 200.00 2(.(0

0.14 1=0.00 2;.36

0.14 21(.30 31.440.14 120.00 1;.2(

0.14 130.00 1(.;2

0.14 200.00 2(.(0

0.14 ;3.00 10.1

0.14 160.= 23.1(

0.14 143.(0 20.;1

0.14 112.00 1.6(

$+4.%!$-2>023.0 0.33 66;.61

2 023 0 0 33 66; 61


56/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

3#.!##

1.20 (04.00

#!$%

0.12 0.12

%4!/2

0.4 121.;0 0.4 2=.;

$%$!2#

121.;0 121.;0

0/!2%

0.4 121.;0 6.;2

-0!42

F,5 "' '-7!&,m8'!5 2@ 2=.; 36.=;

%3.!23

0.4 121.;0 21=.06

0.4 121.;0 6.;2

%/!.$0.1440 121.;0 1;.2

0 4 121 ;0 0 12 ; (=


57/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

%+.43!2$

$$0!3-

121.;0 0.33 40.16

121.;0 0.33 40.16

0.30 121.;0 36.1

2$!-.1.;4 ;1.34

$2!/#

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.00.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.00.0 0.0

0 0 0 0


58/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.0 0.0

0.0 0.00.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.00.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

.!%/

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.1210.4 0.0 0.4 0.121

0 4 0 0 0 4 0 121


59/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.1210.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.1210.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.1210.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

0.4 0.0 0.4 0.121

$2!/#

0.0 0.0

0.0 0.00.0 0.0

0 0 0 0


60/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.0 0.0

0.0 0.00.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.00.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.00.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.00.0 0.0


61/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.4 0.0 0.2;

0.4 0.0 0.2;0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;

0.4 0.0 0.2;0.4 0.0 0.2;

0 4 0 0 0 2;


62/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.4 0.0 0.2;

0.4 0.0 0.2;0.4 0.0 0.2;

/!-%

F,5 "' '-7!&,m8'!5 2@ 4.2 .32

$/!2/

0.0 0.4 0.4

0.0 0.4 0.40.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.40.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.40.0 0.4 0.4

0 0 0 4 0 4


63/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.0 0.4 0.4

0.0 0.4 0.40.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.4

0.0 0.4 0.40.0 0.4 0.4

%!/%

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;20.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;20.1440 0.0 0.0;2

0 1440 0 0 0 0;2


64/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.1440 0.0 0.0;2

0.1440 0.0 0.0;20.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;20.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

0.1440 0.0 0.0;2

$2!20

0.0 0.33 6.110.0 0.33 6.11

0.30 0.0 .

--!0#

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=600.=6 0.=60

0 =6 0 =60


65/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.=6 0.=60

0.=6 0.=600.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=600.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=600.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

0.=6 0.=60

2# ##


66/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0!.#

3.00 1.60 1.60

3.00 1.60 1.60

3.00 1.60 1.60

3.00 1.60 1.60

%%!.#2.00 1.60 0.;0 4.4(

2.00 1.60 0.;0 4.4(

2.00 1.60 0.;0 4.4(

2.00 1.60 0.;0 4.4(

2.00 1.60 0.;0 4.4(

%3!3#

0.=0 1.60 2.00 .;6

0.=0 1.60 2.00 .;60.=0 1.60 2.00 .;6

0.=0 1.60 2.00 .;6

0.=0 1.60 2.00 .;6

$%!3#

0.0 1.60 1.60 2.6

0.0 1.60 1.60 2.6

0.0 1.60 1.60 2.6

0.0 1.60 1.60 2.60.0 1.60 1.60 2.6


67/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

'*8m8!,8! : 2@ "' '-7!&,m8'!5 3(.40 4(.00

%0!0.

3.00 0.; 3.42

0.4 3.00 1.62

0.4 3.00 1.62

3.00 0.; 3.42

0.4 3.00 1.620.4 3.00 1.62

3.00 0.; 3.42

0.4 3.00 1.62

0.4 3.00 1.62

3.00 0.; 3.420.4 3.00 1.62

0.4 3.00 1.62

%!/$

0.12 3.00 0.33 0.24

0.4 3.00 0.12 0.1=

0.4 3.00 0.12 0.1=

0.12 3.00 0.33 0.24

0 4 3 00 0 12 0 1=


68/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.12 3.00 0.33 0.240.4 3.00 0.12 0.1=

0.4 3.00 0.12 0.1=

0.12 3.00 0.33 0.24

0.4 3.00 0.12 0.1=

0.4 3.00 0.12 0.1=

$44!.4

/$!%#

1.60 0.40 2.6

1.60 1.60 10.24

1.60 0.40 2.6

1.60 1.60 10.24

1.60 0.40 2.6

1.60 1.60 10.24

1.60 0.40 2.6

1.60 1.60 10.24

3!2#

0.=0 1.60 0.40 1.1

0 20 1 60 1 60 1 02


69/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.=0 1.60 0.40 1.1

0.20 1.60 1.60 1.02

0.=0 1.60 0.40 1.1

0.20 1.60 1.60 1.02

0.=0 1.60 0.40 1.1

0.20 1.60 1.60 1.02

0/3!4%

0!.#

2.00 0.40 0.(0

2.00 0.40 0.(0

2.00 0.40 0.(02.00 0.40 0.(0

2.00 0.40 0.(0

2.00 0.40 0.(0

2.00 0.40 0.(0

2.00 0.40 0.(0

%!/0


70/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

2.00 1.60 0.20 0.64

2.00 1.60 0.20 0.64

2.00 1.60 0.20 0.64

%$!4%

1.14 2.2(

1.60 3.20

1.14 2.2(

1.60 3.20

1.14 2.2(

1.60 3.20

1.14 2.2(

1.60 3.20

$4!%#

0.(0 4.00 3.20

0.(0 4.00 3.20

0.(0 4.00 3.20

0.(0 4.00 3.20

0.(0 4.00 3.200.(0 4.00 3.20


71/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

$3!%.

0.(0 4.00 0.= 3.040.(0 4.00 0.= 3.04

0.(0 4.00 0.= 3.04

0.(0 4.00 0.= 3.04

0.(0 4.00 0.= 3.04

0.(0 4.00 0.= 3.04

$4!%#

0.(0 4.00 3.20

0.(0 4.00 3.200.(0 4.00 3.20

0.(0 4.00 3.20

0.(0 4.00 3.20

0.(0 4.00 3.20

%%!3#

F,5 "' '-7!&,m8'!5 2@ 1(.24 22.(0

3$!0#

0.(0 4.00 3.20

0.6 4.00 10.40

0.(0 4.00 3.20

0.6 4.00 10.40

0.(0 4.00 3.200.6 4.00 10.40


72/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.6 4.00 10.40

0.(0 4.00 3.20

0.6 4.00 10.40

0.(0 4.00 3.20

0.6 4.00 10.40

$$!/%

0.(0 4.00 0.20 0.640.(0 4.00 0.1 0.4(

0.0 4.00 0.20 0.(0

0.(0 4.00 0.20 0.64

0.(0 4.00 0.1 0.4(

0.0 4.00 0.20 0.(0

0.(0 4.00 0.20 0.64

0.(0 4.00 0.1 0.4(0.0 4.00 0.20 0.(0

0.(0 4.00 0.20 0.64

0.(0 4.00 0.1 0.4(

0.0 4.00 0.20 0.(0

0.(0 4.00 0.20 0.64

0.(0 4.00 0.1 0.4(

0.0 4.00 0.20 0.(0

0 (0 4 00 0 20 0 64


73/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.0 4.00 0.20 0.(0

$+%##!4#

%2!%#

2.00 3.40 6.(0

2.00 3.40 6.(02.00 3.40 6.(0

2.00 3.40 6.(0

$#!33

2.00 3.40 0.40 2.;2

2.00 3.40 0.40 2.;2

2.00 3.40 0.40 2.;2

2.00 3.40 0.40 2.;2

%2!%#

2.00 3.40 6.(0

2.00 3.40 6.(0

2.00 3.40 6.(0

2.00 3.40 6.(0

$-!0#

F,5 "' '-7!&,m8'!5 2@ 10.(( 13.60


74/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

1.12 0.30 1.341.24 0.30 1.4=

1.1; 0.30 1.40

1.12 1.30 1.46

1.12 0.30 1.34

1.24 0.30 1.4=

1.1; 0.30 1.40

1.12 1.30 1.46

1.12 0.30 1.34

1.24 0.30 1.4=

1.1; 0.30 1.40

1.12 1.30 1.46

1.12 0.30 1.34

1.24 0.30 1.4=

1.1; 0.30 1.40

1.12 1.30 1.46

-!.%

0.1 1.12 0.30 0.20

0.1 1.24 0.30 0.22

0.1 1.1; 0.30 0.21

0.1 1.12 1.30 0.22

0.1 1.12 0.30 0.200.1 1.24 0.30 0.22

0 1 1 1; 0 30 0 21


75/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

0.1 1.12 0.30 0.200.1 1.24 0.30 0.22

0.1 1.1; 0.30 0.21

0.1 1.12 1.30 0.22

0.1 1.12 0.30 0.20

0.1 1.24 0.30 0.22

0.1 1.1; 0.30 0.21

0.1 1.12 1.30 0.22

$%/!00

$%!3#

2.00 0.40 1.60

2.00 0.40 1.60

2.00 0.40 1.60

2.00 0.40 1.60

2.00 0.40 1.60

2.00 0.40 1.60

2.00 0.40 1.60

2.00 0.40 1.60


76/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

1.00 2.00 0.30 0.60

1.00 2.00 0.30 0.60

1.00 2.00 0.30 0.60

1.00 2.00 0.30 0.60

1.00 2.00 0.30 0.60

1.00 2.00 0.30 0.60

1.00 2.00 0.30 0.60

1.00 2.00 0.30 0.60

%!##

2.00

./4!%-

13.00 13.00 16=.00

1.00 16.00 16.0016.6 16.6 2;4.23

%2-!0#

12.00 12.00 1.=0 2;3.60

%/!#%

11.60 11.60 0.10 13.46

1.00 16.6 0.6 10.;60.20 0.20 0.40 0.(0


77/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

2. 11.60 1.;0 0.2=

2. 11.60 1.;0 0.2=2. 11.60 1.;0 0.2=

2. 11.60 1.;0 0.2=

$%$!3/

F,5 "' '-7!&,m8'!5 2@ =;.4( 121.(

$#0!2%

0.1 44.00 13.200.1 4.40 16.32

0.4 1.=0 4.10

0.;4 2.6 ;.(4

2.40 0.0 2.40

1.46 1.;0 4.=6

0.4 2;.36 4=.2

2.4 1.;0 (.64

%!%$0.1 44.00 0.1 0.==

0.1 4.40 0.1 1.22

#!-.

0.4 1.=0 0.12 0.12

0.4 1.=0 0.12 0.12

0.40 1.=0 0.12 0.0=

#!2$0.;4 2.6 0.12 0.24

0 ;4 2 6 0 12 0 24


78/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

#!%-0.1 0.60 0.0 0.0=

0.1 0.60 0.0 0.0=

0.60 0.60 0.1 0.0

-!4.

0.12 2;.36 0.33 1.0(

0.12 2;.36 0.33 1.0(

0.4 2;.36 0.12 1.;;

-3!#3

0.;0 13.60 =.2

0.;0 13.60 =.2

0.;0 13.60 =.2

0.;0 13.60 =.2

3!2#

2.6 1.;0 4.32.6 1.;0 4.3

$!40

1.;0 2.6 0.1 0.6

1.;0 2.6 0.1 0.6

1.;0 2.6 0.1 0.6

$#0!2#


79/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

$$#!$%

1.4( 1.4(1.4( 1.4(

1.(( 1.((

1.(( 1.((

1.10 1.10

1.10 30.(0

1.30 ;1.0

%.0!$010.00 10.00 100.00

3.1 11.60 146.16

.!##

0.(0 0.20 4.00

3!##

0.(0 0.40 (.00

#!3#

0.20 0.20 0.(0 0.(0

00!%.

16.6 16.6

16.6 16.6

16.6 16.6

16.6 16.6


80/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

2.00

$!##

1.00

$##!##

;.00 ;.00

.00 .00

6.00 6.00.00 .00

6.00 6.00

1=.00 1=.00

(.00 (.00

26.00 26.00

;.00 ;.00

11.00 11.00

..$!./

1.= ;.00 2.=0 3=.=

1.= .00 2.=0 2(.2(

1.= 6.00 2.=0 33.=3

1.= .00 2.=0 2(.2(

1. 6.00 2.3 21.(6

1.= 1=.00 2.=0 10;.4

1.00 (.00 1.( 14.(0

1.= 26.00 2.=0 14;.030.= ;.00 1.2 ;.((

0 = 11 00 1 2 12 3(


81/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

$4#!.#

1.00 ;.00 2.0 1;.01.00 .00 2.0 12.0

1.00 6.00 2.0 1.00

1.00 .00 2.0 12.0

0.; 6.00 2.00 =.00

1.00 1=.00 2.0 4;.0

0.0 (.00 1.0 6.00

1.00 26.00 2.0 6.00

0.30 ;.00 1.00 2.10

0.30 11.00 1.00 3.30

-$-!3$

S' !-8"', ! 2 @ "' '-7!&,m8'!5 21.0 313.(1

.4%!.#

0.40 ;.00 .60

2.0 ;.00 3.00

0.40 .00 4.002.0 .00 2.00

0.40 6.00 4.(0

2.0 6.00 30.00

0.40 .00 4.00

2.0 .00 2.00

0.3 6.00 4.20

2.00 .00 20.00

0.40 1=.00 1.20

2.0 1=.00 =.000.30 (.00 4.(0

1 0 ( 00 24 00


82/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

2.0 26.00 130.00

0.2 ;.00 3.01.00 ;.00 14.00

0.2 11.00 .0

1.00 11.00 22.00

$%$!3$

1.= ;.00 0.40 .46

0.2( ;.00 2.0 4.=0

1.= .00 0.40 3.=0

0.2( .00 2.0 3.01.= 6.00 0.40 4.6(

0.2( 6.00 2.0 4.20

1.= .00 0.40 3.=0

0.2( .00 2.0 3.0

1. 6.00 0.3 3.26

0.2 6.00 2.00 3.00

1.= 1=.00 0.40 14.(2

0.2( 1=.00 2.0 13.30

1.20 (.00 0.3 3.360.2 (.00 1.0 3.00

1.= 26.00 0.40 20.2(

0.2( 26.00 2.0 1(.20

0.=0 ;.00 0.2 1.(

0.2 ;.00 1.00 1.;

0.=0 11.00 0.2 2.4(

0.2 11.00 1.00 2.;

2+00-!/.


83/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

$$%!##

2.0 10.00

2.0 ;.0

2.0 ;.0

2.0 ;.0

2.00 6.00

2.0 2.00

1.0 6.00

2.0 32.01.00 4.00

1.00 6.00

0!##

2.00 2.00

2.00 2.00

2.00 2.00

$+###!##

.00 2.00 1>000.00

$+-.$!%2

20.20 20.20

1(.30 1(.30

13.; 13.;

6.0 6.04(.00 4(.00

614 0 614 0


84/96

STRUCTURAS

LA LIBERTAD

SANCHEZ CARRION

HUAMACHUCO

VA#UERIASHIRACORCO

MedidasC6e7ic!


Parcia; T6ta;


ERTAD'

313.(1 313.(1

%+..2!23

11 12.20 134.20

1 2>000.00 2>000.00

1.00 3.3 3.3

2 2.00 4.00

2 2.00 4.00

2 2.00 4.00

2 2.00 4.00

16.6 16.6 2;4.23 0.(0 20.00

%/2!03

2.;0 ;.00 1(.=0

2.;0 .00 13.0

2.;0 6.00 16.20

2.;0 .00 13.0

2.20 6.00 13.20

2.;0 1=.00 1.301.;0 (.00 13.60

2.;0 26.00 ;0.20

1.20 ;.00 (.40

1.20 11.00 13.20

0.= 3.60 13.6(

0.; 0.(0 ;.20

1.60 3.00 4.(0


85/96

PLANILLA DE METRADOS DE ACERO

PROYECTO:

?EC)A: /12/2016

ACERO MURO DE ENCAU,AMIENTO Y RE&ILLA

CRO*UIS TIPO LONGIT! M! PARCIAL =

1/2 2.; 42 1 11.

1/2 (.3( 13 1 10(.=4

1/2 2.; 42 1 11.

1/2 (.3( 13 1 10(.=4

T6ta;

ACERO POSA DISIPADORA


1/2 1.( 23 1 41.4

1/2 4. 10 1 4

1/2 ;.3 23 1 16=.0

1/2 4. 34 1 13

1/2 1.4 23 1 33.3

1/2 4. ( 1 36

T6ta;

ACERO EN DESARENADOR


'ME&ORAMIENTO Y AMPLIACION DEL CANAL CONDORCACA ( SECTOR S)IRACORCO DEL CASERIO VA*UERIAPROVINCIA DE SANC)E, CARRION ( LA LIBERTAD'

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad


86/96


PROYECTO:

?EC)A: /12/2016


1/2 .6 4 1 22.4

1/2 2.=6 16 1 4;.36

1/2 ;.2 1 36.2

1/2 1 4 1 4

T6ta;

ACERO EN MUROS DE CANAL DE DEMASIAS


M1 1/2 1.= 10 1 1=

M1 1/2 2.2 10 1 22

M2 1/2 1.= 10 1 1=

M2 1/2 2.2 10 1 22

M3 1/2 0.;6 10 1 ;.6

M3 1/2 2.2 4 1 (.(

T6ta;

ACERO EN LOSA DE OPERACIONES DE COMPUERTAS


COMPUERTA DE ADMISION 1/2 1.16 2 1 2.32

3/( 0.3 6 1 1.(

COMPUERTA DE LIMPIE,A 1/2 1.2 2 1 2.

3/( 0.3 ; 1 2.1

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad


87/96


PROYECTO:

?EC)A: /12/2016


T6ta;

ACERO EN CANAL TAPADO


1/2 10 4 1 600

3/( 0.6 ;0 1 40

1/2 1.2 ;0 1 =3;.

3/( 10 ( 1 1200

T6ta;

ACERO EN PASES AEREOS CANAL


1/2 3 4 4 4(

3/( 0.6 16 4 3(.4

1/2 1.2 16 4 (0

3/( 3 ; 4 (4

T6ta;

ACERO EN PASES AEREOS MUROS


$ 1/2 4.2 20 4 336

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

0.12

0.33

Ø 1/2" @ 0.20

Ø 3/8" @ 0.1750.15

Ø 1/2" @ 0.175 Ø 3/8" @ 0.20

0.15 0.30 0.15

0.60

0.57

0.12

0.33

Ø 1/2" @ 0.20

Ø 3/8" @ 0.1750.12

0.15 0.30 0.15

0.60

φ

φ

1.60

0.20


88/96


PROYECTO:

?EC)A: /12/2016


X 3/( 1.6 4( 4 30;.2

1/2 2.1 = 4 ;;.4

1/2 1.6 10 4 64

T6ta;

ACERO EN ALCANTARILLAS


/( 10 6 300

1/2 1.= 2 6 2(

1/2 1.; 2 6 262.

3/( 10 6 300

T6ta;

ACERO EN CANOAS


1/2 2 ; 4 6

1/2 1.; 10 4 6(

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

φ

φ

0.40

1.60

0.90

0.20

Malla de Fe Ø 1/2 @0.20cmMalla de Fe Ø 1/2 @0.25cm

Malla de Fe Ø 1/2 @0.20cm


0.20

0.50

Ø 1/2" @ 0.20

Ø 3/8" @ 0.17

0.15

Ø 5/8" @ 0.18 Ø 1/2" @ 0.20

0.20 0.40 0.20

0.80

0.85


89/96


PROYECTO:

?EC)A: /12/2016


T6ta;

ACERO EN CAMARA DE SALIDA


1/2 4.0 1 1 60.;

3/( 2. 2 1 63.;

1/2 1. 4 1 6.2

3/( 0. ( 1 4.4

T6ta;

ACERO EN MUROS DE PROTECCION


M1 1/2 6. 3 1 22;.M1 3/( ; 30 1 210

M1 1/2 4.3 3 1 12.2M1 3/( ; 16 1 112

M2 1/2 6. 2 1 162.M2 3/( 30 1 10M2 1/2 4.3 2 1 10(.;M2 3/( 16 1 (0

M3 1/2 6. 30 1 1=M3 3/( 6 30 1 1(0

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad



1.70

0.85

0.15 0.55 0.15

φ

φ


90/96


PROYECTO:

?EC)A: /12/2016


M3 1/2 4.3 30 1 130.M3 3/( 6 30 1 1(0

M4 1/2 6. 2 1 162.M4 3/( 30 1 10M4 1/2 4.3 2 1 10(.;M4 3/( 16 1 (0

M 1/2 2( 1 140M 3/( 6 2 1 10M 1/2 3.4 2( 1 =6.6M 3/( 6 2 1 10

M6 1/2 6. = 1 61;.M6 3/( 1= 30 1 ;0M6 1/2 4.3 = 1 413.2M6 3/( 1= 30 1 ;0

M; 1/2 3.( 40 1 12M; 3/( ( 2 1 200M; 1/2 2.4 40 1 =(M; 3/( ( 2 1 200

M( 1/2 6. 130 1 (4M( 3/( 26 30 1 ;(0M( 1/2 4.3 130 1 6.M( 3/( 26 30 1 ;(0

M= 1/2 2.= 3 1 103.2M= 3/( ; 1( 1 126M= 1/2 2.24 3 1 ;(.4M= 3/( ; 1( 1 126

M10 1/2 2.= 1 162.2M10 3/( 11 1( 1 1=(M10 1/2 2.24 1 123.2M10 3/( 11 1( 1 1=(

T6ta;

φ

φ


91/96


CTO:

/12/2016

ACERO MURO DE ENCAU,AMIENTO Y RE&ILLA

CRO*UIS TIPO LONGIT! M! PARCIAL =! PARCIAL @9

1/2 2.; 42 1 11. 11;.0

1/2 (.3( 13 1 10(.=4 110.40

1/2 2.; 42 1 11. 11;.0

1/2 (.3( 13 1 10(.=4 110.40

./.!4#

T6ta; ./.!4#

ACERO POSA DISIPADORA


1/2 1.( 23 1 41.4 41.=6

1/2 4. 10 1 4 4.60

1/2 ;.3 23 1 16=.0 1;1.32

1/2 4. 34 1 13 1.0

1/2 1.4 23 1 33.3 33.(0

1/2 4. ( 1 36 36.4(

.3.!%$

T6ta; .3.!%$

ACERO EN DESARENADOR


'ME&ORAMIENTO Y AMPLIACION DEL CANAL CONDORCACA ( SECTOR S)IRACORCO DEL CASERIO VA*UERIA+ DISTRITO DE PROVINCIA DE SANC)E, CARRION ( LA LIBERTAD'

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad


92/96


CTO:

/12/2016


1/2 .6 4 1 22.4 22.;0

1/2 2.=6 16 1 4;.36 4(.00

1/2 ;.2 1 36.2 36.;4

1/2 1 4 1 4 4.0

$$$!.4

T6ta; $$$!.4

ACERO EN MUROS DE CANAL DE DEMASIAS


M1 1/2 1.= 10 1 1= 1=.2

M1 1/2 2.2 10 1 22 22.30

M2 1/2 1.= 10 1 1= 1=.2

M2 1/2 2.2 10 1 22 22.30

M3 1/2 0.;6 10 1 ;.6 ;.;0

M3 1/2 2.2 4 1 (.( (.=2

44!2%

T6ta; 44!2%

ACERO EN LOSA DE OPERACIONES DE COMPUERTAS


RTA DE ADMISION 1/2 1.16 2 1 2.32 2.3

3/( 0.3 6 1 1.( 1.03

RTA DE LIMPIE,A 1/2 1.2 2 1 2. 2.3

3/( 0.3 ; 1 2.1 1.20

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad


93/96


CTO:

/12/2016


2!$$

T6ta; 2!$$

ACERO EN CANAL TAPADO


1/2 10 4 1 600 60(.0

3/( 0.6 ;0 1 40 26.2

1/2 1.2 ;0 1 =3;. =0.0(

3/( 10 ( 1 1200 6(4.06

%+.43!2$

T6ta; %+.43!2$

ACERO EN PASES AEREOS CANAL


1/2 3 4 4 4( 4(.64

3/( 0.6 16 4 3(.4 21.(=

1/2 1.2 16 4 (0 (1.0;

3/( 3 ; 4 (4 4;.((

$44!.4

T6ta; $44!.4

ACERO EN PASES AEREOS MUROS


$ 1/2 4.2 20 4 336 340.1

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

.12

.33

Ø 1/2" @ 0.20

Ø 3/8" @ 0.175.15

@ 0.175 Ø 3/8" @ 0.20

0.15 0.30 0.15

0.60

0.57

Ø 1/2" @ 0.20

Ø 3/8" @ 0.175

0.15 0.30 0.15

0.60

φ

φ

60

0.20


94/96


CTO:

/12/2016


X 3/( 1.6 4( 4 30;.2 1;.12

1/2 2.1 = 4 ;;.4 ;(.44

1/2 1.6 10 4 64 64.(6

0/3!4%

T6ta; 0/3!4%

ACERO EN ALCANTARILLAS


/( 10 6 300 4;.04

1/2 1.= 2 6 2( 2((.(2

1/2 1.; 2 6 262. 266.02

3/( 10 6 300 1;1.01

$+%##!4#

T6ta; $+%##!4#

ACERO EN CANOAS


1/2 2 ; 4 6 6.;

1/2 1.; 10 4 6( 6(.=1

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

DIAM!P;9adas

N" PIE,Aidad

N" ELEMENTOidad

φ

φ

40

60

0.90

0.20

alla de Fe Ø 1/2 @0.20cme Fe Ø 1/2 @0.25cm



0.20

0.50

Ø 1/2" @ 0.20

Ø 3/8" @ 0.17

0.15

Ø 5/8" @ 0.18 Ø 1/2" @ 0.20

0.20 0.40 0.20

0.80

0.85


95/96


CTO:

/12/2016


$%/!00

T6ta; $%/!00

ACERO EN CAMARA DE SALIDA


1/2 4.0 1 1 60.; 61.;

3/( 2. 2 1 63.; 36.34

1/2 1. 4 1 6.2 6.2(

3/( 0. ( 1 4.4 2.1

$#0!2#T6ta; $#0!2#

ACERO EN MUROS DE PROTECCION


M1 1/2 6. 3 1 22;. 230.M1 3/( ; 30 1 210 11=.;1

M1 1/2 4.3 3 1 12.2 14.2=M1 3/( ; 16

Documents

Planilla de Metrados Canal